Output Tables | Dates: | 07/01/01 | thru | 11/30/02 | ||||||||
Case: | PSTA_FSC3A | Input Series: | PSTA_FSC3 | |||||||||
Descr: | PSTA Field Scale Cell 3, Scraped to Caprock, With Inflow & Outflow Seepage, Calib Dec 2001 - | |||||||||||
Cell Water & Mass Balances | Case: | PSTA_FSC3A | ||||||||||
Flow | Unit Area Flows | Total Pmass | Total P Load | Conc | Flow | |||||||
Term | hm3 | hm3/yr | m/yr | cm/d | kg | mg/m2 | kg/yr | mg/m2-yr | ppb | % | ||
Storage Reservoir | ||||||||||||
Inflow | #N/A | #N/A | #N/A | |||||||||
Outflow | #N/A | #N/A | #N/A | |||||||||
Entire Treatment Cell | ||||||||||||
Initial Storage | 0.01 | 7 | 370 | |||||||||
Final Storage | 0.01 | 17 | 866 | |||||||||
Storage Increase | 0.00 | 0.0 | 0.02 | 0.01 | 10 | 495 | 7 | 349 | ||||
External Inflow | 0.90 | 0.6 | 32.84 | 8.99 | 25 | 1297 | 18 | 914 | 27.8 | 95% | ||
Rainfall | 0.04 | 0.0 | 1.58 | 0.43 | 1 | 51 | 1 | 36 | 22.7 | 5% | ||
Seepage Into Cell | 0.00 | 0.0 | 0.00 | 0.00 | 0 | 0 | 0 | 0 | 0% | |||
Antecedent Soil Release | 0.00 | 0.0 | 0.00 | 0.00 | 0 | 0 | 0 | 0 | 0% | |||
Total Inflow | 0.94 | 0.7 | 34.42 | 9.42 | 26 | 1348 | 18 | 950 | 27.6 | 100% | ||
Evapotranspiration | 0.04 | 0.0 | 1.31 | 0.36 | 4% | |||||||
Seepage Lost | 0.06 | 0.0 | 2.24 | 0.61 | 1 | 57 | 1 | 40 | 18.0 | 7% | ||
Seepage Retained in Soil | 0.00 | 0 | 0 | 0 | 0 | 0% | ||||||
Cell Outflow | 0.85 | 0.6 | 30.85 | 8.45 | 15 | 779 | 11 | 549 | 17.8 | 90% | ||
Seepage Discharge | 0.00 | 0.0 | 0.00 | 0.00 | 0 | 0 | 0 | 0 | 0% | |||
Bypass | 0.00 | 0.0 | 0.00 | 0.00 | 0 | 0 | 0 | 0 | 0% | |||
Total Surface Outflow | 0.85 | 0.6 | 30.85 | 8.45 | 15 | 0 | 11 | 549 | 17.8 | 90% | ||
Total Outflow | 0.94 | 0.7 | 34.40 | 9.42 | 16 | 836 | 11 | 589 | 17.1 | 100% | ||
Burial | 0.00 | 0 | 13 | 0 | 9 | |||||||
Mass Balance Check | 0.00 | 0 | 4 | 0 | 3 | 0% | ||||||
Mass Balance Error | 0.0% | 0.3% | 0 | 0% | ||||||||
Reduction % | 0.06 | 40% | 36% | |||||||||
Water Column | ||||||||||||
Initial Storage | 0.01 | 0 | 5 | 14.7 | 1% | |||||||
Final Storage | 0.01 | 0 | 13 | 36.0 | 1% | |||||||
Storage Increase | 0.00 | 0.0 | 0.02 | 0.01 | 0 | 8 | 0 | 6 | 0% | |||
Antecedent Soil Release | 0.00 | 0.00 | 0.00 | 0.00 | 0 | 0 | 0 | 0 | 0% | |||
Cell Inflow | 0.90 | 0.6 | 32.84 | 8.99 | 25 | 1297 | 18 | 914 | 27.8 | 95% | ||
Seepage Recycle | 0.00 | 0.0 | 0.00 | 0.00 | 0 | 0 | 0 | 0 | 0% | |||
Rainfall | 0.04 | 0.0 | 1.58 | 0.43 | 1 | 51 | 1 | 36 | 22.7 | 5% | ||
Seepage In | 0.00 | 0.0 | 0.00 | 0.00 | 0 | 0 | 0 | 0 | 0% | |||
Total Inflows | 0.94 | 0.7 | 34.42 | 9.42 | 26 | 1348 | 18 | 950 | 27.6 | 100% | ||
ET | 0.04 | 0.0 | 1.31 | 0.36 | 0 | 4% | ||||||
Seepage Out | 0.06 | 0.0 | 2.24 | 0.61 | 1 | 57 | 1 | 40 | 18.0 | 7% | ||
Cell Outflow | 0.85 | 0.6 | 30.85 | 8.45 | 15 | 779 | 11 | 549 | 17.8 | 90% | ||
Total Outflows | 0.94 | 0.7 | 34.40 | 9.42 | 16 | 836 | 11 | 589 | 17.1 | 100% | ||
Direct Sedimentation | 0 | 0 | 0 | 0 | ||||||||
Storage Uptake | 14 | 742 | 10 | 523 | ||||||||
Recycle from Storage | 5 | 241 | 3 | 170 | ||||||||
Recycle from Soil | 0 | 0 | 0 | 0 | ||||||||
Net Removal | 10 | 500 | 7 | 353 | ||||||||
Mass Balance Check | 0.00 | 0.0 | 0 | 4 | 0 | 3 | ||||||
Mass Balance Error | 0.0% | 0.3% | ||||||||||
Reduction % | 6% | 40% | 36% | |||||||||
Biomass P Storage | ||||||||||||
Initial Storage | 4 | 185 | ||||||||||
Final Storage | 10 | 528 | ||||||||||
Storage Increase | 7 | 343 | 5 | 242 | ||||||||
Uptake | 14 | 742 | 10 | 523 | ||||||||
Recycle | 5 | 241 | 3 | 170 | ||||||||
Deposition | 3 | 157 | 2 | 111 | ||||||||
Mass Balance Check | 0 | 0 | ||||||||||
Mass Balance Error | 0.0% | |||||||||||
Soil P Storage | ||||||||||||
Initial Storage | 4 | 181 | ||||||||||
Final Storage | 6 | 325 | ||||||||||
Storage Increase | 3 | 144 | 2 | 102 | ||||||||
Biomass Deposition | 3 | 157 | 2 | 111 | ||||||||
Direct Deposition | 0 | 0 | 0 | 0 | ||||||||
Soil P Release | 0 | 0 | 0 | 0 | ||||||||
Burial | 0 | 13 | 0 | 9 | ||||||||
Mass Balance Check | 0 | 0 | ||||||||||
Mass Balance Error | 0.0% | |||||||||||
Frequency Distributions | Case: | PSTA_FSC3A | ||||||||||
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Daily Values | Inflow | Inflow | Outflow | Outflow | Outflow | Wet | ||||||
Cumul. | Inflow | Conc | Load | Bypass | Outflow | Load | Conc | Conc * | Depth | Area | ||
Percent | hm3/d | ppb | kg/d | hm3/d | hm3/d | kg/d | ppb | ppb | m | % | ||
0% | 0.00 | 9.0 | 0.0 | 0.0 | 0.00 | 0.0 | 5.9 | 5.9 | 0.08 | 1.00 | ||
1% | 0.00 | 10.3 | 0.0 | 0.0 | 0.00 | 0.0 | 6.0 | 6.0 | 0.11 | 1.00 | ||
5% | 0.00 | 11.5 | 0.0 | 0.0 | 0.00 | 0.0 | 6.5 | 7.0 | 0.16 | 1.00 | ||
10% | 0.00 | 13.2 | 0.0 | 0.0 | 0.00 | 0.0 | 6.7 | 8.5 | 0.21 | 1.00 | ||
20% | 0.00 | 15.0 | 0.0 | 0.0 | 0.00 | 0.0 | 8.0 | 10.0 | 0.30 | 1.00 | ||
25% | 0.00 | 15.6 | 0.0 | 0.0 | 0.00 | 0.0 | 9.4 | 10.5 | 0.30 | 1.00 | ||
50% | 0.00 | 20.6 | 0.0 | 0.0 | 0.00 | 0.0 | 13.0 | 13.8 | 0.34 | 1.00 | ||
75% | 0.00 | 35.0 | 0.1 | 0.0 | 0.00 | 0.0 | 16.9 | 18.3 | 0.37 | 1.00 | ||
80% | 0.00 | 37.3 | 0.1 | 0.0 | 0.00 | 0.0 | 19.1 | 21.2 | 0.38 | 1.00 | ||
90% | 0.00 | 52.6 | 0.1 | 0.0 | 0.00 | 0.1 | 26.8 | 28.5 | 0.39 | 1.00 | ||
95% | 0.00 | 63.4 | 0.2 | 0.0 | 0.00 | 0.1 | 34.5 | 35.8 | 0.39 | 1.00 | ||
99% | 0.00 | 64.0 | 0.2 | 0.0 | 0.00 | 0.1 | 40.2 | 40.9 | 0.39 | 1.00 | ||
100% | 0.00 | 75.0 | 0.2 | 0.0 | 0.00 | 0.1 | 42.3 | 42.3 | 0.40 | 1.00 | ||
Mean | 0.00 | 26.5 | 0.0 | 0.0 | 0.00 | 0.0 | 14.7 | 16.0 | 0.32 | 1.00 | ||
StdDev | 0.00 | 15.1 | 0.0 | 0.0 | 0.00 | 0.0 | 8.1 | 8.1 | 0.07 | 0.00 | ||
CV | 0.63 | 0.57 | 1.00 | 0.64 | 0.97 | 0.55 | 0.51 | 0.21 | ||||
Q-WtdMn | 27.8 | 17.8 | 17.8 | |||||||||
* Conc on Days with Flow > | 0.01 | & Depth > | 1 | cm |